Seismic Behavior and Design of High-Strength Square Concrete-Filled Steel Tube Beam Columns
By A. Varma, James M. Ricles, R. Sause, Le-wu Lu. 2004
176 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/00fbe09275a25772086bcfc906b0a27ad2b1c157
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Ultra-High Strength Concrete Filled Composite Columns for Multi-Storey Building Construction (2012, background): “Varma et al. (2002, 2004) conducted a series of tests on the seismic behavior of HSC filled square beam columns subjected to constant axial load and cyclically varying flexural loading.”
- Structural behavior of UHPC filled steel tube columns under axial loading (2018, background): “This is unfavorable to the load transfer between the steel tube and the core concrete, which weakens the composite effect of the cross section, resulting in a sharp drop in axial load after the peak strength [15,16].”